HomeMy WebLinkAbout02-1457
BUILDING PERMIT
Permit N~
CITY OF ZEPHYRHILLS
(813) 780-0020
1457
Date
9-/7-tJ~
(
C~
ElECTR,lCAl
.-----
MECJ:iAN1CAC Sewer Conn
Water Conn:
Property Owner:
Job Address:
Parcell.D. II L
Water Meter:
T,I.F.'s:
tou
Zoning:
Descriotion of Work
Energy Code: Radon Gas:
? ::~~. j,J5fi-<hAP -
6l,~
NO OCCUPANCY BEFORE C,O.
FINAL
_0:<-
DATE
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
~
o
Valuation or - )
Contract Price d 0 D f5
City license Registration # ~ 9 ~ /
State Certified license#
<f / '3 (P'L )
BUilDING
MECH
Breakers
Ducts Insl.
Compressor
Final
Tp. Serv.
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Ftr.
Pre SlB
lintel
FRM.
Insul. Cl
Wl
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons. a
charge of twenty-five and 00/100 Dollars ($25.00) shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
f O~HlfJJR / 8 1'lm'1El f1,4r( c..... _'i /0 ~ .~"1 .r/
'--'u--u'H----7~- -~--,-- -- ----, rA--------, ..
.JOB 81 TEl ADDREJSS__hyto_, 3 _?-I~//L -~~-_-'~H~
LElGl\L D!llS~RI P'l'lOl1l I llT (S) Bl,O~K
CITY OF ZEPUYRHIIJlJS PERMI'r APPI.A!CA'l'ION
Buu,nHW IJBJPARl'MI!lN'r 53,5 8th STREI!J'r ZlllPflYRHII,I,S, Fl. 3J540
PhOneI813-180...0020 FaxI8]]-780-0021
!JA'rm RB(!lllIVBlD
PhAHS RJJVIIllW Jl'JJII . '________
_ __ PlIotl. cnll"'ACfdF_1~_;>Y
.. ___UU_H___ .-~-,-9'\-,S:t'L,IIe.___
____1_2Q_~O;l
P A ,,,." H> II 1:)- _2 L - _<o~ -- 0 _<- D O.:~ 0 -,,--6 CJ cO ~E-_':-_~ 0 (nl<l'A~N -' RO~"__ .Rn. ~-"'1' V _~1'~~_ Nn'I'J~.I__
---_._----------.._~~--.._.-.~,
SUBDIVISIUN
-----.----.-------..-- ..- -...-.----
WORK P!WP8HIDI [JNHJW COUS'l'RUCTION /f3J\f)IlITI011
[) l\I.'fERATWN
[J RRlPAIR
IJ 111STAI,I,
[JSHm
[] ['lOVE
[J LJlmllOLISH
PROPOSBlD USEl: P.:J8(:H, F'AlvJU,Y D\'lEJI,LJNG
Cl!-1UL'l'I... FAtHT.Y
[]Ij OF UIH'l'8
[O! WlB H,ll) llUHEl
[) ('UI'lMEERC U\I,
!") INDUSTRIAl,
CISWJl.1MINr3 POOl,
[] O'I'IIEJR
11l1JSCIU P'I'lOH OF' v/URK
r-J RElSTAURAH'l' & HElAW'lI DEJPJ\R'I't'lEJN'I'
S-0....t2...-L<,J C / c.! a s. v ~ '-
-----__.__u______________
B lJ nD I NC~ S J Z Hl ').. <J "I.
10
SQ! IAREl FOOTJ\(~El
--_..__._-----_.~ ~--------._-_._-~--
._~--_..~-_..__._._-
HHJremT
RES JDRlN'l'IAT.:
COr\1~IEIRC! 111l I:
ATTACH (2) Pl..(yr PL,AlT8 & (<1) SETS OF BUII,Dnm PI,AN8 & (J) 8ElT ElllElRGY FOR~IS.
A'1"J'ACII (3) BElTS OF BlJIr,lHHG PLANS & (I.) SElT ElNIilR\3Y FORf'lS,
PRuPllJR'l'Y SURVEY REQUIRED FOR AI,T. NI!lW rXJNSTR{J(!T10N,
PERMIT~~EQUmSTED
[J BIIIL])lllG
[] E l,EC'l'R J CA I"
1"1 Pl,Ul'IB flHj
LJ [vIEJCIIAI1 fCJ\ r.
$
----------.----...--------
VALUATIOf.! OF TOTAL, COIIS'l'RUCTION
n__ ..____~____ ~___.__ _~_.._
MIP SERVICEJ
Ll
ll'l,uRIDA POWI!lR
[J
vl.R,EJ,C.
U W\8
$-.--,-------,-----,--- VAL.UATION OF' lVJElCIIANCIAIJ I 118'1'A1.r.A'1' 1011
LJ ROOF INO
lJ SPEr~IAUl'Y
lJ OTHER
'J'YJ:lEl OF' CONS'l'RUC'l'lON: [] 8r~OCK
[J FRJ\lYlEl
Cl S'1'EruL
[) OTHER
F llH8I1ED FLOUR ElLHlVA'l'JONS
---~--------~_._-..._*
IS PRCJiJECT HI FLOOD ZOlIEJ AREAl:] YES
[J NO
BUn,lJlllR
-----------.--
--._---~._,---_._-
COMPAlIY______...__________,________.._...__,__
STATE) CElRT OR RECHST # _______...____,__............,_,_____"
CITY PROCESSING #
Slmll\'I'URHl
"""""""""""""""""""""""""""""""""
_._----_._--~---------_..__._--.- '.-.
ELIIC'l'RIC!IAH
Bt <.3NJI.'J'{JR El ----------,------------_u,
('01\1 PAN Y __,______..._, m__h_______,_ ___________ __.
S'rATHl CmRT OR RElrHS'/' #
CITY PROCE:SSTNG #
'___.0 _._ _. ...n____._. ___ ________ ___ _ _..
"""""""""""""""""""""""""""""""""
-------"--"..-.---..-------- -'---'--"-'--'- -. --'.'
PIJUMBlllR COtIJPANY---___..._________.._,_____,_,_,_,____ _...
STATE: e'ERT OR REGIST 11 ____,_
8 WUATLJRHl CITY PROCE:SSIlm It
---,.-.------'--.-,--...------------,--- --,-...- '-'-'-- -___'_'u_____._...__,__,...__"
MIllCHANI(~Al.
"""""""""""""""""""""""""""""""""
~ "*"""" "'" """"""""""""""""""""""
(l'rHBR -)~ ;{____ _ A2'::'.J __ CO>1PAHV L I:::~~:':::~"-'H~" _":~ ::"~2-'S
~I 8'I'J\TE: CBJR'I' OR RBJClIS1' II
8n''''^TORE LA tV__ .'Z-N'/ (lITY PRO"ESSING ff_:2__T.?1j~~-:-~_~~_
CO~1P 1l.N Y ___...__, ___...__'______..______,_
STATE CEJR'r OR REUIST 11
CITY PHUCHlSS nm II
--- .-----." - --- ...---.-.....----..._._, 'R_,_.._
S] G!.)J\'1'URl1J
.. -~,._---,.-_._----_._---- _._~_. .._-~-- - . '. - - -._----._-
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l\. 1I0'j'TCE Oil' j)1l1H:n HEB'l'IUC'I'IONS
'rile 1I1lders.luned lllldel:stands that: tnJs pe,nnl t: llla~' b", ,onb.leut. l:o "deed .lesl:.lint1olls'" \'Ihlch
Illay be 1II0n:: resl:rl.ctJve than City t'1::gllle,l:ioils. 1'h", 1.1'ldl::l.iJ IlJlled aSBllllles l'espOllsib,llit:y Eo!.'
compli-anGe Hl Lh allY appl.1.cable deed Il,stl'lul:.ion=.
fj, IJlHdCI!lNSl!;lJ CnN'l'HAC'l'OHS AND COl'l'l'Hl\(:'l'CiR Ri'!:31?1)1!51BI [, ['I'IE:.s
l'f l:he (Hiller has hlr.ed a cOllt:r.actoI: OJ: ':Ollt.L:actoul to l111derl:ake Hork, t:hey n\ay he reqll:l red
I to be li.censed ill acuordance v/Jl:h sLal:e and lOCi'll J:eglllal:lolls. If t.he cont:ractor Js noL
IJuellsed as reqll.lted by la~l, both the O\'lTler alld:~()lItnH.:t;()r lnay be ojl:ed for a lid sdelllei:'\noJ.'
vJulal:ioll Hlld.:n: staLe la~I, If the OHnel OJ: .i.ntl::nded cOlltrautor are 111lr.ertaJn as to \/Ilal'
I i.u6llslllY recIll.i.lelHents Hlay apply fcn tilt:: .lntendl:d Iwrk, tile\, are adv! sed to COil tact: the
1~It:y of Z,epllyddl.1s Buildl,ng Department, fJ13-'IBll'661.L.
1!'ll1:t:hetll\(He, if Lhe Ol-lller has h.l.J:ed a contJ:actoI: (It: contl:actors, he is advised to have the
contract:QL (8) sign portions of l:he "Contractor ,e3ections" of tills app,Uc:ation for \lId eh they
Vlill be u:spons.ible, If YOII, as the o\1ner 81gn8 i'JS l:he contl:act01:, you are .1nd.lcating thai:
YOII, rather than the cOlJtractor, anl respons.ible for the Hork, r f Lhe eontraut:or 1'1.\ shes
YOII Lo s1 un as contr'actor that may be all indication that he is not properly U cellsed and .I s
\lot ellt! tled t.o penllU:tillg pl:i vi1eges ill the Ci ty of 2',ephydd11s.
C, 'l'RJIHBPOH'l'M' [ON lt1PAC'!' IfE;FJS ,AlID U'l'ILITY CONIIEc.:'I'ION WEEa
D, CONS'1'RlJC'I'III<ll'1 1,1 Ell IJAW (CIIAP'I'ER '/13, Fr,ORI VA ,'3 'l'A'l'lJ'l'ES , AS AHENllIW)
I cert.i fy that 1, the applicanl:, have been IlrolJided 1-/.1 lh a copy of "li'lorJ,da's COllstt'\\rJtlon
1 Jen I,a\l .. lIoltleO\'lI1er's Protection Guide/l prepared by the E'.lorlda Depart:lIIent: of Agr:JOlllLIIU!l
and' Consllltler IIj'falLS. If the appl.lcanl is SOln~one other l:hat the "OI'lIler/l, I c€lrJfy t:llat I
IJave obta,i lied a r.opy of the above descrtbed docllment and promise 111 qood fa.lth \:0 dell. ver
j [', to t.he "o~lJ1et/l prJor t.o COltllflellcelllent.
E:. CON'I'HJ\C'I'OH' S/OWNF.:H' S J\FI!'IDAVl'I'
I <16rt.1.fy Lhal: all. the .1.nfonnaU 011 In Lhis appU.cat.loll Ls accurate and that', <Ill H01:1, \1111
),e done 1n compU,allce \l1.th a1J appl.lnable lavlS rEHJIllating constructloll, zonJllg, and land
devel.opmeml: .
Appl.lrJaLlon :Is hereby made to obt.a111 a permJt to do wode and Jnsta.llat,1.on as lndloated. I
ceJ_i:j fV t:hat. 110 II01:k or installation has (Jomrnenoed prJot: to lsslIance of a pennU'. and Ulat
a].1 wnle H,Il J be performed to llIeet standards of all 1al..,s regulating (JOIlSt..t:uc:tJon, r:\ l:y
codes, z01lJng regulal:iClns, and land development regll.latJons in the Jln.l.sd.1 cl:.i on. I also
cerLlfy ll1al J IIndetsl:alld that: the reglllatJrlllS of other govenllllelll:al agenuJes may apply to
Lhe Jnl:ended vlOrk, and l:hat Jt is my responsibility to ldell!:Jfy \'Ihat ac..:t:.1ons I IIlllsL I:a);e 1:0
be .in cDlllp.llallce. StICh a\Jsllcles Jnc.lllde bllt are not Jim.lted to: *nepart:ment of
mil v j t'01l1ll8n La 1 Hegu.1Cl L1 Oll'-CYPU'SB Bayheads, We tland Areas and E~n vi rOlHlIen ta 1 J Y SellS 1\',,1 ve
j,e\llds, Wa ler/Was l:eIVa Ler 'j',tea tlllent
*BollthYlesl: l!'l.od.da \1atel: Nanagelllent llistr.l.ct-Wells, C:YPli:ess Bayheads, Wetland Areas,
1\ I terJIIg WatercollJ:ses
'1-ltmy CULpa of ITIlIg.llleel:s-BeaHalJ,s, Docks, Navlgable Waterl'/ays
J'I1epartlllenL of Health 6< RehabUJ tat.lve Se1:v.iees, H:nv1rolllnelll:al Health lIIIJt-Wells,
Ivastewat:er '1'reatmsllt, Se}?tJc '['anles
"'IJ, s. H:llv.i LOlllnelltal Protect:i.on Agency-Asbestos abatement:
1 also cerLI fy that, JE fill llIal:er.1.al .Ls to be used ]n IJ'lood Zone "A" Ot' "A,etc.", .l.t .is
Ullderstood Lhat a drainage plan addJ:essillg a "colllpensaLlng vol.\Ime/l Hi.ll be suhmU:t:ed I/Id,ch
Is pl:epaced by a I.JLofess1ollal engJlleer: regIstered 1n the stat.e of E'larlda prlot: t:o penil!.!:
iSS\laIH.Je.
]\ perm] t i sl::llled sha 11 be construed to be a licellse to Pl:oeeeel Hi th the Hork and not as
alll:lIOr1 Ly to vlolaLe, ciilncsl, alter, or set aside any prov1sions of the teohnJcal uodes,
nor shall I SSIJance of a }?ermi.l: prevent the Bll.U,c!Jng Off1c1al from t:heretlfter 1:e'11l11:1ng a
cou:euUon of errors ill plans, construction, or violations of any aode. Every perrnll:
lBBued shall beGums invalId unless the work autho:dzed by suah perml t Js nOllllllenceri I'd lid II
sill mouths ()f lS9\lBnce, or if \'lor\;: authorIzed by Lhe pend,t 1s suspended or abandoned for a
period (J f sbe months a ftet tile tJme the Hork 1s commenced, One 9lJ day S}(\:SIISJoll of t I lite
llIay be a.l.lolled fat: tile permi,t I'l.ith fee chal:ge of $15,00, 'I'he e)(tensiOll shaLl be requested
JII Hr1\:il1g La the BuildJ.ng offic:Lal.An approved .lnspectJon lilUSt be logged dm::lng each sl l[
month pedod, or t.h,e pt'oj ect 1'/i11 be considered abandoned.
W1\R1lJIlG '1'0 OWNlnHI YOUR H'AII,UHE '1'0 HFJCORD A NO'l'ICE OF COMtlIr.NCffiNIl:U'1' HAY HffiSlIJil' 111 YOIlf\
PAYTlW 'l'WICn: 8'01\ U1PROVEMEHTS '1'0 YOUR PROPgf\'l'Y. IIi' YOU IH'I'EIID '1'0 OA'I'lUN jf'JNAHC1W3, COIH31)j,'I'
WITH '{Olin 1,1!:tllll!ll\ OR AN A'l"J'ORIIKY BEIi'ORIr, HffiCORDHIG YOlJn HO'l'ICffi OF COH1'1ffiNCElI1EH'I'. ,lOBI'! llHllffiH
$2, SOO 111 VALlIE DO 1'10'1' NH:ED '1'0 RECOlln AND POS'!' A "NO'l'ICE~ OF COHMIilNCEt'lE:N'jll'.
~",~).'''.') .!. '.'.'.L Cl,t! 5} () ,~. .t? ~~~~\~ ';~I~n l\YT ~I'~: JJAV,r 'Jl
,.---------------..-.., .-....--. ~.-.-._----,._-~.-.~---._._-_..._-_.__.~.._._--
SIGNA'l'llHE:: UWI/ER OR AGEN'I'
_.~~._~--'----..-._------..._--~ -""-"~..-. ..~._--. - _.' - ....---------..---.. '"
SI(3NNl'IJRE:: CON'l'RA,C'I'On
f:l'J'NJ'ffi Off' jj'UlRILlA
COIIN'!'Y 0 II' .__ .._'.'___.'.h,_.___'_____.._....____,_...
'I'he forego.1.11g Jnstrlllnelllt vias ackllo~d edged
Befol:e me tide _.._....,_,_ day of"_._'___m_.' l.~_,_...
by.... ..... ___ _.., __..'..._.....,..._ '..._.........._ .__...____.____..___,_____....
(name of persoll aclmowledged)
[) l'iho is personally knoHll to me, or
S'l'Nl'E: OF FLORI IJA
COllN'I'Y OF "'---.., .--...-..-...--.---~...______u_,_..._
'1'he foregoing Jns l:rl1lnent l'ias ackllo\'lledgeul
Before me tlds ,___flay of-- '--'-.-..----.-.., 19
by _,_____ ________...___..._'___.....__.........__._...,....__._..."'_
(name of person aoknowledged)
[~ha Js personally ImoHn to me, or-
[I Hha !tas pl:odllcecl__..._,___...____,_____.....___
(type of JdentJfJeatJ.on)
and who(] dld I]cIJd lIot take an oath.
[] v/ho bas prodl\c~cl...._.......__...,__..,__...___., ,_,
(type of JdelltlfJCJatlon)
and ~Iho []dJd I.]i.id not take an oal:h
"."'-'-'---'---'- --- -----._-~--~._.-.._--- .--.--.-..-.-..-----
___ _ ._u.__..._._________~."._.__,_.____...._.._,.._.______. ____.__...______._.. ._.____.'_.~
Eli una tlll'e of pel'son tak.ing acknoYlledgement
,gJgnal:lIl:e of perSOll takJ.ng acklloHledgrnent I
Hallie typed, printed OJ.' stamped
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Name typed, prJnted or stamped
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2"x2" x 1/8" L each side of post
(req'd on posts thai support main roof beams)
(2) #12x3l4" SMS
hru angle into post
NOTE: Use additional 2x2x1/8 angle from post to
slab for posts 2x4 and larger, Use 1/4"x2-1/4
"Ouicksets" or "Tapcons" thru angle inlo slab,
Same fastening
as typical
2-1/2"
(4) #1Ox2" SMS THRU 1X2 BASE
CHANNEL INTO INTERNAL
SCREW BOSSES OF COLUMN
31B'\<3 Wedge boll 0' Sleeve anchor Ihru 1x2 base channel inlo slab,
2" minimum penetralion into slab.
AddHionally use 1/4" x 3" "Quicksels" @ 24" o,c, thru base channel
around all wall permieter and within 6" of post or column. Minimum 2'
penetration into slab.
Typical PostlColumn To Slab Connection
NOTE: NO FOOTING REQUIRED ON SLAB WHERE A MINIMUM OF
3' WIDE WALI<CNAY EXISTS BETWEEN WATER'S EDGE OF POOL
AND EOOE OF SLAB & ALSO THE FINISHED GRADE DOES NOT
EXCEED A 2/12 SLOPE, OTHERWISE SEE FOOTING DETAIL PAGE 23
FOR SCREEN ROOMS LESS VAPOR BARRIER FOR POOL ENCLOSURES
ONLY,
(4) #8x9/16" SMS
thru clip info chairrail
( two each side) ~
ALTERNATE:(4) #10x2 SMS thru
beam or post into inlernal screw
bosses of purlin or chairrail
RECEiVING CHANNEL
t= ,055 +/.,005
1-1-/2" x 2-1/8" x 2" aluminum clip
allached to beam or post with (4)
#8x9/16" SMS
Typical Chairrall Or Purlin Connection To Post Or Beam
(And Alternate Detail)
~1[~. ~a~ W~~Rw~nER
'12:r;3l4 screws 12" O_C
(5) #aX5/S" sheet melal screws wI 3/4"
diameter washers IhnJ pan into carry beam
per' 2" wide rool pan.
(7) #10x4" sms per 48' wide compositl!l
panel.
Use 1"x 5"x, 125"x 4" wide
:7~3I:t se;,;~~~~':;":'"I~P (;~d
(3) # 12x3l4 sms Inlo cany beam
3' riser x 120 wide inlerlocking
Roof Panels or foam
composite panels
(2) 112'x3-1/2" galvanized thru
bolt with 1.1/4- washer both
ends from outside face of post
into guller
3X3X,D93 MINIMUM POST
NOTCHED FOR CARRY BEAM
TYPICAL SUPER GUTTER. CARRY BEAM
POST/COLUMN CONNECTION DETAIL
&
(2) 1/2"x3,1/2" galvanized
thru boll with 1.114" washer
both ends Irom outside face
of nolched pool, Ihru beam,
Lower bolt confinues Ihru
into super gutter.
.': 2 '~lo;2~~~'i~~C'~iti~'6~
...... .' "'~UMN INTONTERNALSCREW
. .. '. ': '.': . . ',BOSSES 0': 1 X2
:::::':::::::'):::'::.,:: ,:::'";t~:~.7,\,:::,:,:::.:<<<
ALTERNATE FOR
SELF-MATING OR
SNAP COLUMNS
TO SLAB
CONNECTION
/ 1 "x ,125" aluminum flat bar slrap or
extruded kickplale channel configured
#10x3/4 sms as shown at each beam to pur/in connection
'Optional Strap Brace between
Purlln and Beam
. To increase main beam spans (see charts)
Can also use detail shown below for equivalent resulls
(4) #10x3l4" sms thru
clip info beam al purlin
(6) #10x3l4" sms thru
clip into beam
below purlin
~\U 2"x2,35"x,125" heavy gauge receiver clip
'ItT as shown at each beam to purfin conneclion
. To increase main beam spans (see charts)
'Oolional Extended Receiver between Purlin and Beam
(1) #BXll2 SMS thru Pan Header flange
into intertocked roof pan riser.
'Bx3/4 SMS thru tlashing
Jllnto pan risers C 24" D.C.
(2) .1 Ox3" SMS thru Pan Header Channel
G each truss or rafter tail position
IrBx9/16 SMS thru header nange
into bottom 0' pan. (4 per pan)
Allach lip of SUPER
GWTTER
10 S.M. Carry Beam with
112;(3/4 screws 12' o.C,
/
ALTERNATE:
Use (I) '1'0.' SMS Ihru aao_eda..-..:j 01 roof pans
Inlo EJdrudtJd pan he8dolr a ... o_c. Irllllelld 01
8mtIlh,v bonom 01 He;ader Channel
Roof Panel Receiver Channel
Connection Detail into
Wooden Fascia Board
(4) #8X3I4' sheet melal screws with 314'
diameter washers thru pan into super gutter lip
per 12' wde roof pan,
(7) N1Ox4" sms per 48" wide comp05ite panel.
3' riser x 12- wide intsnocking
Roof Panels or foam
composile panels
5" SUPER
GUTTER
Use 1"x 5"x,125"x4" wide
angle al each beam with (3)
#12x314 sms thru gullerip and
(3) #12x3l4 sms Inlo carry beam
3X3X 093 MI NIMWM POST
NOTCHED FOR CARRY BEAM 'HEADER' CHANNEL FASTENER SCHEDlILE TO HOST STRIiCTURES
CONCRETE/MASONRY HOST STRUCTURE
b~~~~f~fJ~~~~~~~~~~~~L~mi~Q~d~~~~~~J'I~ 15" o.e
ALTERNATE SUPER GUTTER CARRY BEAM
& POST/COLUMN CONNECTION DETAIL
2''x2''x.12S''x 4"lon9 angle fastened
10 carry beam at each 3x3 post
pos~lon, (2) #1DX4" sms thru post,
beam and ang~,
S.M. CARRY BEAM
STITCHED 0 g~ oc
wilh II 12x3l4 SI11!1
Attach lip of SUPER GUTTER
to S.M. Cany Beam with
.12x3/4 screws 12" o.C.
(5) #BX5/So sheet melal screws W/3/4"
diameter washers thru pan into super guller lip
par 12" wide roof pan.
(7) .10x'" sms per 4S' wid. composite panel.
3' riser x 12" wide inlerlocking
Roof Panels or foam
composile panels
(2) 112X3/4 SMS THRU
2><2x1/8 ANGLE INTO BEAM.
~2,l~~W;;;M~~Jr/~LUMN
3X3X,D93 MINIMUM POST/COLUMN
NOTCHED FOR CARRY BEAM
ALTERNATE SUPER GUTTER. CARRY BEAM
& POST/COLUMN CONNECTION DETAIL
WOOD FRAME HOST STRWCTURE
I-Ati I t;:N H~t;l::lV!::H t;HAN\ll:::.L (~ANHI::AUI::H) ,^,IIH "10X2" l:iM; INI U tJlYWUUU
COVERED FRAME WAlL 0 16" oe, (must raslenlo 2x studs)
t!;-FOR
SINCE KEN ZECHIEL, PA
1960 CONSULTING ENGINEERS
# 'Dx 1 Sms Thru 2x2x.040
brakelorm or exlruded angle
Inlo Fasda Board 0 12' o.c.
#8x3l4 SrT5 Thru Angll'J
Into Each Pan Riser
These Slanda,ds & Plans Meets The 2001 Florda
Building Codes wHh Currenl Revisions & Section 1600
Maximum Wind Speed 1.3 D mph
KENNETH C, ZECHIEL, P,E, 09931
IIBxQ! 16 SMS Ihf\.l header ehannel flange
Inlo bollorn 01 pan. (" per pan)
4316 New Riverhills Parkway Suire 11
Valnco, Florida 33594
(813677-7882
(813) 689-2775 FAX:(813) 657-8950
ROOF PAN OR FOAM COMPOSITE PANEL
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POST SPACING AND HEIGHT CHART FOR NON-BEARING
EXTRUDED ALUMINUM FRAME WAJ.T,S
ALlOWABLE POST/COLUMNjtJPRIGHT HElGHTS FOR SCREEN. VINYL AND GlASS ROOMS AND
FOR WALLS NOT SUPPORTING ANY IMPERVIOUS ROOf" PANElS FOR ALUMINUM EXlRUSIONS COlUMNS INDICATlu
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POST/COLUMN SPACING
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110 MPH 'MND VUOC11Y
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EXCEEDS 56 SO. FT,
FOR:
KEN ZECHIEL, PA
CONSULTING ENGINEERS
GLASS ROOMS:
THE ADDI1lON OF ALUMINUM OR VINYL FRAME 'MNDOWS Y,1TH GlASS PANES THAT ARE DESIGNED TO
110 MPH 'MND LOAD REQUIREMENT TO THE ABOVE EXTRUSIONS INDICA TED INCREASES THE STRENGTH
;0 TI-iA T NO ADDITlONAL FRAMING IS REQUIRED AS LONG AS NOT MORE THAN 70~ OF THE WALl HAS
l.IPERVlOUS STATIONARY OR FlXED GLASS, ALUMINUM, \l,QOQ OR SIDING SURFACE AREA.
\NY WALL THAT EXCEEDS THIS CRITERIA MUST HAVE SITE SPEelFlC DESIGN APPROVAL THIS DOES
lOT APPLY TO TI-iE F ABRJCA nON OF U TIUTY OR STORAGE SHEDS.
These Standards & Plans Meets The 2001
Florida Building Codes with Current Revisions
& Section 1606
Maximum Wind Speed /.30 mph
FOR 120 MPH MULTIPLY VALUES BY ,833
FOR 130 MPH MULTIPLY VALUES BY ,71
KENNETH C, ZECHIEL, P,E. 09931
4316 New Rivemills Parkway Suite 11
Valrico, Florida 33594
(813) 689-2775 (813) 677-7882
FAX:(813) 657-8950 or (813) 677-7119
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23'-0'
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POST SPACING AND HEIGHT CHART FOR ROOF PANEL BEARING
EXTRUDED ALUMINUM FRAME WALLS
ALlOWABLE POST/COLUMN;UPRIGHT HEIGHTS FOR SCREEN, YlNYl AND GlASS ROOMS
fOR WAUS SUPPORl1NG (RISER), SAND'MCH (fOAM/ALUMINUM COOPOSlTE),
CORRUGATED FlBERGLASS OR ACR'lUC ROOFS FOR ALUMINUM Ccx..UMN EXTRUSIONS INDICATED
ALUMINUM ALlOY 6063 T-6
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110 MPH 'MND VELOCITY
HEIGHTS SHO\l.N ARE FOR WALLS 'MTH 2x2 CHAIRRAIL HEIGHTS FROM 1'-5' TO 4'-0'
MAXIMUM CHAIRRAIL SPACING VERTICAllY IS S'-10' EXCEPT \'tHEN INDIVIDUAL PANELS
EXCEEDS 56 SQ, FT.
GLASS ROOMS:
mE ADDITION Of' ALUMINUM OR VINYl FRAME WINDOWS WITH GlASS PANES THAT ARE DESIGNED TO
110 MPH WIND LOAD REQUIREMENT TO mE ABOVE EXTRUSIONS INDICA TED INCREASES THE STRENGTH
SO THAT NO ADDITIONAL FRAMING IS REQUIRED AS LONG AS NOT MORE THAN 70:' OF lHE WAll HAS
Il.tPERVlOUS STATIONARY OR FIXED GlASS, AlUMINUM. WOOD OR SlDING SURFACE AREA.
ANY WALL THAT EXCEEDS THIS CRIIT:RiA MUST HAVE SlIT: SPECIFIC DESIGN APPROVAL THIS DOES
NOT APPLY TO lHE FABRICATION Of UTlUTY OR STORAGE SHEDS.
It
SINCE
1960
FOR:
KEN ZECHIEL, PA
CONSULTING ENGINEERS
Th3se Standards & Plans Meets The 2001
Florida Building Codes with Current Revisions
& Section 1606
Maximum Wind Speed /30 mph
FOR 120 MPH MUL nPL Y VALUES BY ,833
FOR 130 MPH MULTIPLY VALUES BY .71
KENNETH C. ZECHIEL, P.E, 09931
4316 New Riverhills Parkway Suite 11
Val rico, Florida 33594
(813) 689-2775 (813) 677-7882
FAX:(813) 657-8950 or (813) 677-7119
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rj.Qvndory Su,. vey
5~ction 15, TWD, 26-5, Rng, ?1-E
r?~ No. 26 of COURT S"~UARE. according to the plot thereof n~ rAcorded
in Plot Dook 33 Poges 63 ond 6~ of the
Florida.
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Subject to easements of rocord.
CERTIFIED TOt Mar~n W. Bryan
Irvin liortgage Corp..
Sunate-.te Title Agency, Inc.
iirnt !m.rican Title Inauranco
Co..
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LEGEND
iron
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F-'
rod
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pipe
cone markor
Perm. control
field value
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CERTIFICATION
, h""Cltly C.,tJty that th'. draw'", lit 0 corrtot rop'''on'atlon of tilt
".P.,fy 4..ullto4 81t.WI ,'u, t".t flllr. I" "0 ,"or..ch",.",..
Th", th~ ,unt, .....t. ."" the """'mu... r.C8U',.",.".. ,.' :" ,: :, '
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lur..,.r No. '~ZCJ
"'.rl'. ROQMtore"
Rt,-Gerti!lcation
Jun. 22, 2001
TED, F. FASTING
IS II ....,wood Orlvo
0"",..,.. F'orlda 348lNJ
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ALUMINUM EXCHANGE, INC.
CUSTOM POOL ENCLOSURES & PATIO SCREEN ROOMS
POST OFFICE BOX 236 · MANGO, FLORIDA 33550
PtiONE (813) 621-9208 · Toll Free 1-800-582-8532 · FAX (813) 621-9308 ;: )
~ CJL .9h-e--wo ~~S tJ{5tr-J (!JuvJe-
/lon'C- ctU,y(~ ~ 7
Sold to m k/\~ r-J 'B:y AN Date Promiwd..2 f,t/ ~.J
Stract '1&'03 - / />1l.o<::X' uJ /' Ta",,, /.0 Cx O"J & ~ /J/ ".d
'CitY~State R zip33S'l2 t~fal; Blk /
Home Phone 732 - r / 'I LJ Bus. Phone Job Address 2. / //r-1'
VW AR OTHER
Description
G~ ?O...r~ ID\ X 2...0' W/'fi
I' ! CJ:3 2.... rl, L J:::.,.! e-s J '\
Y'CVUI~...[' A-!U41..uU~ f A-;...J:S 2.-2...) X f J
0Vt+~Vd ",.Jc.s-r J :2 &oW.uS!fO JUs _ /
/6 "k::; <::-kr (~~ A- 1/ A '-<D u,ud / d-. S G..-ee.u
cLoov- 3'O'l'X,ilgla fi-~l Lvt.~-'l~ ~d
~. I;-Jvlu~
0'
o
o
16" Kl~LAT~
Color V1, 1- e....-
CHAIR RAIL
UNATl'ACHED BEAM
.c..1.'
{
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OUY' \rDof- fo
J.wu..JC wa..4 {
S-f-4-V':t- ~ 'K I ~ ' ~
f:'Pd A-T 8 \
(~~'\eE~l-aJ
hiJu.se)
..2. D 1
SPECIAL INSTRUCTIONS:
J
uJ t:.~ +- C4d-
c..o,JJ ~
COMPLETION UNLESS OTHERWISE SPECIFffin
TOTAL
ORDER
DOWN
PAYMENT
BALANCE
DUE
$ ::2 J 00'8 -0 ()
$
$ -3rCOg.OV
OWNER'S RESPONSIBILITY: The owner agrees to assume responsibility for job location being within his property lines and not in violation of setbacks
or other restrictions. The owner will provide adequate access to job site. Contractor has assumed electric current will be supplied by owner from existing
outlet.
MATERIALS: The owners hereby covenant and agree that the title to the materials furnished which comprises a part of the subject matter ofthis contract
shall remain in Aluminum Exchange, Inc., until the contract price and any extras are paid in full. The owners further covenant and agree that said material
shall be deemed to be considered personal property although the said material may in some manner be afflXed or attached to the real property within which
the herein said material may be freely severed from the premises as any other personalty by Aluminum Exchange, Inc., their successors and assigns.
DEFAULT: In the event the owner shall fail to make any payment when the same is due, or any part thereof, or fail to perform fully and promptly any
covenant or agreement herein set forth, they will pay to Aluminum Exchange, Inc., its successors or assigns, all costs and expense the said Aluminum
Exchange, Inc., or its successors or assigns may thereby be put to, including a reasonable attorney fee. If the owners shall become bankrupt or be put into
receivership, or fail to make any payment when due, or fail to perform any covenant herein contained, all swns then unpaid shall become due and payable
upon written notice thereof by Aluminum Exchange, lnc., its successors or assigns.
THlS AGREEMENT shall be binding upon the heirs, administrators, executors, successors and assigns of the owners.
: , WARRANTY: Aluminum Exchange. Inc., warrants that all materials used in completing installation, contracted for herein will be of high quality and new,
: ! and that all work will be done in a workmanlike manner. Any breach therein, causing any substantial defects, shall be remedied without charge, providing
. written notice is given Aluminum Exchange, Inc., within one year of completion. It is agreed however, that no claim may be filed under this warranty and
no obligations to make adjustment thereunder, will accrue until full indebtedness of the owner to Aluminum Exchange, Inc., is paid. The above shall be
null and void unless accepted within thirty days following date submitted.
, It is agreed by the owner that any claim either under this contract or under the warranty herein above set forth, shall be bI'ought only in the appropriate
court in Hillsborough County, Florida.
Notice to Buyer: (a) Do not sign this before you read it or ifit contains any blank spaces. (b) You are entitled to an exact copy of which was delivered to
and receipt is hereby acknowledged by buyer. .:i;;~t;lt::;);.L ~'2~
daYOf~' ..J_, '-;:;j) 1:::: ,A
Accepted by :<. Submitted By 6 Vt ~ 6~ ~ck....(,___
Cd~o tS
Approved By
.'
ALUMINUM EXCHANGE, C]) Js;fJ~
m, lOne. . )7'\ 'C-C05667 )
A division of Stephens & Wood Alumi V ~
Owner